ES2719085T3 - Marine wind turbine support structure - Google Patents
Marine wind turbine support structure Download PDFInfo
- Publication number
- ES2719085T3 ES2719085T3 ES17382209T ES17382209T ES2719085T3 ES 2719085 T3 ES2719085 T3 ES 2719085T3 ES 17382209 T ES17382209 T ES 17382209T ES 17382209 T ES17382209 T ES 17382209T ES 2719085 T3 ES2719085 T3 ES 2719085T3
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- Prior art keywords
- wind turbine
- support structure
- lower cover
- transition piece
- lattice
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Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
- F03D13/22—Foundations specially adapted for wind motors
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03D—WIND MOTORS
- F03D13/00—Assembly, mounting or commissioning of wind motors; Arrangements specially adapted for transporting wind motor components
- F03D13/20—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors
- F03D13/25—Arrangements for mounting or supporting wind motors; Masts or towers for wind motors specially adapted for offshore installation
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/0004—Nodal points
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
- E02B17/027—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto steel structures
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
- E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/006—Platforms with supporting legs with lattice style supporting legs
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0056—Platforms with supporting legs
- E02B2017/0073—Details of sea bottom engaging footing
- E02B2017/0078—Suction piles, suction cans
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
- E02B2017/0091—Offshore structures for wind turbines
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
- E04H12/10—Truss-like structures
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/72—Wind turbines with rotation axis in wind direction
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/727—Offshore wind turbines
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/70—Wind energy
- Y02E10/728—Onshore wind turbines
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Sustainable Energy (AREA)
- Sustainable Development (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Wind Motors (AREA)
Abstract
Estructura soporte de turbina eólica marina que comprende: - una estructura de celosía (1) configurada para tener sus patas pilotadas en el fondo marino, y - una pieza de transición (2), configurada para estar en contacto con la torre de la turbina eólica marina y para estar soportada sobre la estructura de celosía (1), donde la pieza de transición (2) comprende: - una cubierta inferior (3), - una pieza cilíndrica (5) configurada para estar unida a la torre de la turbina eólica y cuya base inferior está situada sobre la cubierta inferior (3) y centrada en la misma (3), - unos mamparos radiales (4), localizados sobre la cubierta inferior (3) y perpendiculares a la misma (3), unidos a la pieza cilíndrica (5) y que se extienden hasta el extremo exterior de la cubierta inferior (3), - una cubierta superior (6) paralela a la cubierta inferior (3) y situada sobre los mamparos radiales (4), - un conjunto envolvente exterior (7) que rodea los extremos libres de los mamparos radiales (4), que se extiende entre la cubierta inferior (3) y la cubierta superior (6) y que se sitúa perpendicularmente a las mismas (3, 6) y en su contorno exterior (3, 6).Marine wind turbine support structure comprising: - a lattice structure (1) configured to have its legs piloted on the seabed, and - a transition piece (2), configured to be in contact with the wind turbine tower marine and to be supported on the lattice structure (1), where the transition piece (2) comprises: - a lower cover (3), - a cylindrical piece (5) configured to be attached to the wind turbine tower and whose lower base is located on the lower deck (3) and centered therein (3), - radial bulkheads (4), located on the lower deck (3) and perpendicular to it (3), attached to the cylindrical part (5) and extending to the outer end of the lower deck (3), - an upper deck (6) parallel to the lower deck (3) and located on the radial bulkheads (4), - an enclosing assembly exterior (7) that surrounds the free ends of the radial bulkheads (4), which are and extends between the lower cover (3) and the upper cover (6) and which is located perpendicular to them (3, 6) and on their outer contour (3, 6).
Description
Estructura soporte de turbina eólica marinaMarine wind turbine support structure
Campo de la invenciónField of the Invention
La presente invención se refiere a una estructura soporte para turbinas eólicas marinas. Dicha estructura soporte es del tipo que comprende una estructura de celosía que apoya en el fondo marino y una pieza de transición para transmitir las cargas del aerogenerador y la torre a la estructura de celosía.The present invention relates to a support structure for offshore wind turbines. Said support structure is of the type that comprises a lattice structure that rests on the seabed and a transition piece to transmit the loads of the wind turbine and the tower to the lattice structure.
Antecedentes de la invenciónBackground of the invention
El diseño y fabricación de estructuras soporte de turbinas eólicas marinas (TEM) está orientado a conseguir un sistema que posea las prestaciones estructurales requeridas en un ambiente con condiciones ambientales severas al menor coste posible.The design and manufacture of support structures for offshore wind turbines (TEM) is aimed at achieving a system that has the structural performance required in an environment with severe environmental conditions at the lowest possible cost.
Una estructura soporte de una turbina eólica marina está constituida por al menos los siguientes elementos:A support structure of a marine wind turbine is made up of at least the following elements:
- una pieza de transición (PT), que integra la turbina eólica marina y su torre en la estructura soporte, y- a transition piece (PT), which integrates the marine wind turbine and its tower in the support structure, and
- una estructura de celosía (estructura tipo “jacket”) que tiene sus patas pilotadas en el fondo marino y que soporta la mencionada pieza de transición.- a lattice structure (“jacket” type structure) that has its legs piloted on the seabed and that supports the mentioned transition piece.
Las configuraciones de las piezas de transición existentes actualmente, no facilitan, en general, una producción en serie, con parámetros de productividad altos y un ensamblaje final sencillo. Pueden encontrarse ejemplos de sistemas que divulgan el estado de la técnica en los documentos DE202012009678 U1 y US2015/354203 A1.The configurations of the existing transition pieces do not, in general, facilitate a series production, with high productivity parameters and a simple final assembly. Examples of systems that disclose the prior art can be found in documents DE202012009678 U1 and US2015 / 354203 A1.
Descripción de la invenciónDescription of the invention
La invención aporta una configuración modular de la pieza de transición, que se considera el núcleo del sistema estructural, junto con una armonización de la disposición de la estructura de celosía, en función de las dimensiones de la pieza de transición, dando lugar a un sistema optimizado, midiendo el nivel de optimización, por su coste final y la fiabilidad estructural del sistema resultante. La invención plantea un sistema modular de diseño y fabricación junto con el empleo de sistemas automáticos de producción.The invention provides a modular configuration of the transition piece, which is considered the core of the structural system, together with a harmonization of the arrangement of the lattice structure, depending on the dimensions of the transition piece, resulting in a system optimized, measuring the level of optimization, for its final cost and the structural reliability of the resulting system. The invention proposes a modular design and manufacturing system together with the use of automatic production systems.
Por otra parte, debido a la modularidad de la configuración, la pieza de transición puede ser fabricada íntegramente de forma automática, a partir del empleo de paneles planos de fabricación, dando lugar a parámetros de productividad altos.On the other hand, due to the modularity of the configuration, the transition piece can be manufactured entirely automatically, from the use of flat manufacturing panels, giving rise to high productivity parameters.
Para el caso de la estructura de celosía (“jacket”), se plantea, asimismo, un esquema de producción en serie, utilizando componentes iguales y en el número menor, tanto como sea posible, patas verticales (ángulo de inclinación 0°) y procesos automáticos de producción: soldadura orbital y robotizada de nudos.In the case of the lattice structure (“jacket”), a series production scheme is also proposed, using equal components and in the smallest number, as much as possible, vertical legs (tilt angle 0 °) and automatic production processes: orbital and robotic welding of knots.
Se considera que el producto resultante, alcanza el objetivo de ser efectivo en costes, junto con unas prestaciones estructurales adecuadas.The resulting product is considered to achieve the objective of being cost effective, together with adequate structural benefits.
La invención se caracteriza por que la pieza de transición comprende:The invention is characterized in that the transition piece comprises:
- Una cubierta inferior, que puede estar reforzada por un sistema de emparrillado.- A lower cover, which can be reinforced by a grid system.
- Una pieza cilíndrica configurada para estar unida con la torre de la turbina eólica, por ejemplo mediante una brida, y que da continuidad a dicha torre, que está situada centrada en la pieza de transición. La pieza cilíndrica transmite sus cargas al resto de elementos de la pieza de transición y tiene el mismo diámetro que la torre y está integrada en el resto de la estructura soporte.- A cylindrical part configured to be connected to the wind turbine tower, for example by means of a flange, and which gives continuity to said tower, which is located centered on the transition piece. Cylindrical piece It transmits its loads to the rest of the elements of the transition piece and has the same diameter as the tower and is integrated into the rest of the support structure.
- Unos mamparos radiales, preferentemente ocho, localizados sobre la cubierta inferior y perpendiculares a la misma, unidos a la pieza cilíndrica y que se extienden hasta el extremo exterior de la cubierta inferior. Los elementos radiales contribuyen a una distribución adecuada de cargas provenientes de la torre de la turbina eólica marina.- Radial bulkheads, preferably eight, located on the lower cover and perpendicular to it, attached to the cylindrical part and extending to the outer end of the lower cover. The radial elements contribute to an adequate distribution of loads coming from the marine wind turbine tower.
- Una cubierta superior paralela a la cubierta inferior y situada sobre los mamparos radiales. La cubierta superior crea junto con el resto de elementos, un conjunto rígido, en todas las direcciones, rigidez torsional incluida.- An upper deck parallel to the lower deck and located above the radial bulkheads. The upper cover creates, together with the rest of the elements, a rigid assembly, in all directions, torsional stiffness included.
- Un conjunto envolvente exterior, que se sitúa en el contorno exterior de la pieza de transición, que se extiende entre la cubierta inferior y la cubierta superior y que se sitúa perpendicularmente a las mismas colaborando en la obtención de un conjunto cerrado rígido, con el resto de los elementos.- An outer envelope assembly, which is located on the outer contour of the transition piece, which extends between the lower cover and the upper cover and which is located perpendicularly thereto collaborating in obtaining a rigid closed assembly, with the rest of the elements.
Adicionalmente, la cubierta inferior, los mamparos radiales, el conjunto envolvente exterior y la cubierta superior están conformados a partir de elementos planos y, por lo tanto, la pieza de transición está configurada como un grupo de paneles planos.Additionally, the lower cover, the radial bulkheads, the outer envelope assembly and the upper cover are formed from flat elements and, therefore, the transition piece is configured as a group of flat panels.
Por lo tanto, la pieza de transición está configurada como un grupo de elementos planos (salvo las piezas cilíndricas), dando lugar a una fabricación sencilla (de forma automática) y ensamblaje final igualmente sencillo, junto con unas prestaciones estructurales muy fiables, resultando en un producto efectivo en coste.Therefore, the transition piece is configured as a group of flat elements (except cylindrical parts), resulting in simple manufacturing (automatically) and final assembly equally simple, together with very reliable structural performance, resulting in An effective product in cost.
Descripción de las figurasDescription of the figures
Para completar la descripción y con el fin de proporcionar una mejor comprensión de la invención, se proporcionan unas figuras. Dichas figuras forman una parte integral de la descripción e ilustran un ejemplo de realización de la invención.To complete the description and in order to provide a better understanding of the invention, figures are provided. Said figures form an integral part of the description and illustrate an embodiment of the invention.
La figura 1.- Muestra una vista lateral esquemática de un ejemplo de realización de una estructura soporte de una torre marina acorde con la invención.Figure 1 shows a schematic side view of an embodiment of a support structure of a marine tower according to the invention.
La figura 2.- Muestra una vista esquemática en perspectiva del ejemplo de realización correspondiente a la figura 1 que muestra un ejemplo de realización de la pieza de transición.Figure 2.- Shows a schematic perspective view of the embodiment corresponding to Figure 1 showing an example of embodiment of the transition piece.
La figura 3.- Muestra una vista esquemática en perspectiva del ejemplo de realización correspondiente a la pieza de transición de la figura 2.Figure 3.- Shows a schematic perspective view of the exemplary embodiment corresponding to the transition piece of Figure 2.
La figura 4.- Muestra una vista esquemática en perspectiva de un ejemplo de realización de la cubierta inferior en el que dicha cubierta inferior está formada por un elemento plano, concretamente, una plancha reforzada por un emparrillado.Figure 4 shows a schematic perspective view of an example of embodiment of the lower cover in which said lower cover is formed by a flat element, namely, a plate reinforced by a grid.
La figura 5.- Muestra una vista esquemática en perspectiva de un ejemplo de realización alternativo de la cubierta inferior en el que dicha cubierta inferior está formada por un conjunto de paneles planos reforzados.Figure 5.- Shows a schematic perspective view of an alternative embodiment of the lower cover in which said lower cover is formed by a set of reinforced flat panels.
Descripción detallada de la invenciónDetailed description of the invention
En el ejemplo de realización mostrado en las figuras, la forma en planta de la pieza de transición (2) es cuadrada. Sin embargo, otras formas, por ejemplo, una planta triangular equilátera (sistema de tres patas), podrían ser también empleadas. In the exemplary embodiment shown in the figures, the plan shape of the transition piece (2) is square. However, other forms, for example, an equilateral triangular plant (three-legged system), could also be employed.
En el ejemplo de realización correspondiente a la figura 1, la estructura de celosía (1) (“Jacket”) es de cuatro patas verticales con un ángulo de inclinación de 0°, donde las piezas diagonales forman una X con crucetas dispuestas a espacios iguales.In the example of embodiment corresponding to Figure 1, the lattice structure (1) ("Jacket") is four vertical legs with an inclination angle of 0 °, where the diagonal pieces form an X with crosspieces arranged in equal spaces .
El ejemplo de realización de la pieza de transición (2) representada en la figura 3 comprende:The exemplary embodiment of the transition piece (2) shown in Figure 3 comprises:
- la cubierta inferior (3),- the lower cover (3),
- la pieza cilíndrica (5) centrada en la cubierta inferior (3), es decir, en el centro de la pieza de transición (2),- the cylindrical part (5) centered on the lower cover (3), that is, in the center of the transition piece (2),
- ocho mamparos radiales (4),- eight radial bulkheads (4),
- el conjunto envolvente exterior (7) localizado en el contorno exterior de la pieza de transición (2) y que se disponen verticalmente,- the outer envelope assembly (7) located on the outer contour of the transition piece (2) and arranged vertically,
la cubierta superior (6) situada sobre los mamparos radiales (4) y sobre el conjunto envolvente exterior (7).the upper cover (6) located on the radial bulkheads (4) and on the outer envelope assembly (7).
Tanto los mamparos radiales (4), como el conjunto envolvente exterior (7) y la cubierta superior (6) están conformados a partir de paneles planos que se disponen unidos entre sí, mientras que la cubierta inferior (3) está formada por un elemento plano tal y como se representa en la figura 4. En la figura 5 se ofrece una configuración alternativa en la que la cubierta inferior (3) también está formada por paneles planos unidos entre sí.Both the radial bulkheads (4), as well as the outer envelope assembly (7) and the upper cover (6) are formed from flat panels that are joined together, while the lower cover (3) is formed by an element plan as shown in figure 4. In figure 5 an alternative configuration is offered in which the lower cover (3) is also formed by flat panels joined together.
La configuración a partir de paneles planos que se disponen unidos entre sí da lugar a un peso y volumen de soldadura menores que la configuración mediante un elemento plano reforzado por un sistema de emparrillado. En el caso de la cubierta inferior (3), en los espacios huecos, iría dispuesto un sistema de enjaretado para permitir el acceso a la pieza de transición (2). La carga vertical sobre la cubierta inferior (3), en este caso, correspondería solamente a la carga de paso sobre ella.The configuration from flat panels that are arranged together gives rise to a lower weld weight and volume than the configuration by means of a flat element reinforced by a grid system. In the case of the lower cover (3), in the hollow spaces, a lattice system would be arranged to allow access to the transition piece (2). The vertical load on the lower cover (3), in this case, would correspond only to the load passing on it.
Asimismo, la mayor parte de los elementos constituyentes son iguales entre sí, y en el menor número, tanto como sea posible, en línea con una filosofía de producción en serie.Likewise, most of the constituent elements are equal to each other, and in the least number, as much as possible, in line with a philosophy of serial production.
Adicionalmente, la pieza de transición (2) comprende una prolongación (8) de las patas de la celosía que se unen con los elementos constituyentes de la pieza de transición, que correspondan. Más específicamente, la prolongación (8) de las patas de la celosía se sitúa en la confluencia de un mamparo radial (4) con el conjunto envolvente exterior (7), concretamente en la confluencia de dos paneles planos del conjunto envolvente exterior (7) y un mamparo radial (4).Additionally, the transition piece (2) comprises an extension (8) of the lattice legs that join with the constituent elements of the corresponding transition piece. More specifically, the extension (8) of the lattice legs is located at the confluence of a radial bulkhead (4) with the outer envelope assembly (7), specifically at the confluence of two flat panels of the outer envelope assembly (7) and a radial bulkhead (4).
La estructura soporte resultante representada en la figura 1, es decir, la pieza de transición (2) y la estructura en celosía (1), es especialmente adecuada para turbinas de eólica marina en el campo de 5 a 8 MW y profundidades medias a altas (35-55 m).The resulting support structure shown in Figure 1, that is, the transition piece (2) and the lattice structure (1), is especially suitable for offshore wind turbines in the field of 5 to 8 MW and medium to high depths (35-55 m).
Asimismo, es adaptable a formas diferentes de pilotaje: pilotes (piling) o recipientes de succión (suction buckets). Posee también la ventaja de que las operaciones de manejo, izado e instalación, se facilitan a partir de un sistema sencillo y eficiente de elementos de izado que comprende cáncamos integrados en los mamparos verticales de la pieza de transición (2). It is also adaptable to different forms of piloting: piles or suction buckets. It also has the advantage that the handling, lifting and installation operations are facilitated from a simple and efficient system of lifting elements comprising integrated eyebolts in the vertical bulkheads of the transition piece (2).
Claims (9)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES201630528A ES2639372B1 (en) | 2016-04-26 | 2016-04-26 | Marine wind turbine support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| ES2719085T3 true ES2719085T3 (en) | 2019-07-08 |
Family
ID=58606229
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES201630528A Expired - Fee Related ES2639372B1 (en) | 2016-04-26 | 2016-04-26 | Marine wind turbine support structure |
| ES17382209T Active ES2719085T3 (en) | 2016-04-26 | 2017-04-19 | Marine wind turbine support structure |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES201630528A Expired - Fee Related ES2639372B1 (en) | 2016-04-26 | 2016-04-26 | Marine wind turbine support structure |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP3239406B1 (en) |
| ES (2) | ES2639372B1 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107859412A (en) * | 2017-11-03 | 2018-03-30 | 中国电力工程顾问集团西南电力设计院有限公司 | One kind ± 800kV current conversion station support insulator lattice supporting structures |
| JP7253657B1 (en) | 2022-06-24 | 2023-04-06 | 日鉄エンジニアリング株式会社 | transition piece |
| CN115977137B (en) * | 2022-12-20 | 2024-06-11 | 重庆大学 | Assembled foundation applicable to mountain fan lattice tower and assembling method thereof |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NO320948B1 (en) * | 2004-07-01 | 2006-02-20 | Owec Tower As | Device for low torque linkage |
| GB2476051B (en) * | 2009-12-08 | 2016-07-27 | Atkins Ltd | A structure for supporting a wind turbine |
| FR2983225B1 (en) * | 2011-11-25 | 2013-12-20 | Stx France Sa | TRANSITION PIECE FOR A FOUNDATION STRUCTURE |
| DE202012009678U1 (en) * | 2012-07-26 | 2013-10-28 | Maritime Offshore Group Gmbh | Support structure for offshore installations |
| CN102878028A (en) * | 2012-09-26 | 2013-01-16 | 广东明阳风电产业集团有限公司 | Structure for connecting tower of wind driven generator and fishplates of foundation |
| DE102012112415B4 (en) * | 2012-12-17 | 2014-08-07 | Thyssenkrupp Steel Europe Ag | Transition body for arrangement between differently executed sections of a wind turbine tower and wind turbine tower with such a transition body |
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2016
- 2016-04-26 ES ES201630528A patent/ES2639372B1/en not_active Expired - Fee Related
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2017
- 2017-04-19 EP EP17382209.9A patent/EP3239406B1/en active Active
- 2017-04-19 ES ES17382209T patent/ES2719085T3/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| EP3239406B1 (en) | 2019-01-02 |
| EP3239406A1 (en) | 2017-11-01 |
| ES2639372B1 (en) | 2018-06-11 |
| ES2639372A1 (en) | 2017-10-26 |
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